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Critical oxygen deficit and location (table)

Short answer

After mixing, initial deficit 2.47 mg/L, ultimate BOD 16.51 mg/L; temperature-corrected k'=0.2279/day, r'=0.4185/day. Critical oxygen deficit Dc = 5.10 mg/L, occurring 34.40 km downstream (2.49 days).

A wastewater treatment plant dispose of its effluents into a stream at a point A. The characteristics of effluents and stream water are given below.

ItemEffluentStream
Flow (m³/s)0.180.46
DO mg/lit1.58.3
Temp (°C)2522
BOD at 20°C mg/lit322

Assume that deoxygenating constant K' at 20°C (base e) = 0.2 /day and oxygenation constant R' at 20°C (base e) = 0.4 /day for the mixture. Equilibrium of dissolved oxygen for fresh water is as follows:

Temp (°C)18202223242526
DO mg/lit9.549.178.998.838.538.388.22

The velocity of the stream D/S of the point A is 0.16 m/sec. Determine the critical oxygen deficit and its location.

The BOD is taken as the 5-day BOD at 20°C. Rates are base ee and are corrected to the mixture temperature with KT=K20(1.047)T−20K_T=K_{20}(1.047)^{T-20} and RT=R20(1.016)T−20R_T=R_{20}(1.016)^{T-20}.

Step 1: Mixture properties

Q=0.18+0.46=0.64 m3/sTmix=0.18×25+0.46×220.64=22.84∘CDOmix=0.18×1.5+0.46×8.30.64=6.39 mg/lBOD5mix=0.18×32+0.46×20.64=10.44 mg/lDOsat(22.84∘C)=8.855 mg/l (interpolated between 22 and 23∘C in the table)D0=8.855−6.39=2.47 mg/l\begin{aligned} Q &= 0.18+0.46 = 0.64\ \text{m}^3/\text{s}\\ T_{mix} &= \frac{0.18\times 25+0.46\times 22}{0.64} = 22.84^\circ\text{C}\\ DO_{mix} &= \frac{0.18\times 1.5+0.46\times 8.3}{0.64} = 6.39\ \text{mg/l}\\ BOD_5^{mix} &= \frac{0.18\times 32+0.46\times 2}{0.64} = 10.44\ \text{mg/l}\\ DO_{sat}(22.84^\circ\text{C}) &= 8.855\ \text{mg/l (interpolated between 22 and 23}^\circ\text{C in the table)}\\ D_0 &= 8.855-6.39 = 2.47\ \text{mg/l} \end{aligned}

Step 2: Ultimate BOD and corrected rate constants

L0=BOD51−e−5k′=10.441−e−5×0.2=16.51 mg/lkT′=0.2(1.047)2.84=0.2279 /dayrT′=0.4(1.016)2.84=0.4185 /day\begin{aligned} L_0 &= \frac{BOD_5}{1-e^{-5k'}} = \frac{10.44}{1-e^{-5\times 0.2}} = 16.51\ \text{mg/l}\\ k'_T &= 0.2(1.047)^{2.84} = 0.2279\ \text{/day}\\ r'_T &= 0.4(1.016)^{2.84} = 0.4185\ \text{/day} \end{aligned}

Step 3: Critical time, deficit and location

tc=1r′−k′ln⁡[r′k′{1−D0(r′−k′)k′L0}]=2.488 daysDc=k′L0r′e−k′tc=5.10 mg/lxc=v tc=0.16×86400×2.488/1000=34.40 km\begin{aligned} t_c &= \frac{1}{r'-k'}\ln\left[\frac{r'}{k'}\left\{1-\frac{D_0(r'-k')}{k'L_0}\right\}\right] = 2.488\ \text{days}\\ D_c &= \frac{k'L_0}{r'}e^{-k't_c} = 5.10\ \text{mg/l}\\ x_c &= v\,t_c = 0.16\times 86400\times 2.488/1000 = 34.40\ \text{km} \end{aligned}

Answer: critical oxygen deficit Dc=5.10D_c = 5.10 mg/l, occurring about 34.4034.40 km downstream of point A (after 2.4882.488 days). The minimum DO is 8.855−5.10=3.758.855-5.10 = 3.75 mg/l.

✓ Answer checked by Claude Opus 5.5 (high effort)

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